# -*- coding: utf-8 -*-
# Generated by the protocol buffer compiler.  DO NOT EDIT!
# NO CHECKED-IN PROTOBUF GENCODE
# source: dlubal/api/rfem/loading/static_analysis_settings.proto
# Protobuf Python Version: 5.28.1
"""Generated protocol buffer code."""
from google.protobuf import descriptor as _descriptor
from google.protobuf import descriptor_pool as _descriptor_pool
from google.protobuf import runtime_version as _runtime_version
from google.protobuf import symbol_database as _symbol_database
from google.protobuf.internal import builder as _builder
_runtime_version.ValidateProtobufRuntimeVersion(
    _runtime_version.Domain.PUBLIC,
    5,
    28,
    1,
    '',
    'dlubal/api/rfem/loading/static_analysis_settings.proto'
)
# @@protoc_insertion_point(imports)

_sym_db = _symbol_database.Default()




DESCRIPTOR = _descriptor_pool.Default().AddSerializedFile(b'\n6dlubal/api/rfem/loading/static_analysis_settings.proto\x12\x17\x64lubal.api.rfem.loading\"\xdf.\n\x16StaticAnalysisSettings\x12\x0f\n\x02no\x18\x01 \x01(\x05H\x00\x88\x01\x01\x12&\n\x19user_defined_name_enabled\x18\x02 \x01(\x08H\x01\x88\x01\x01\x12\x11\n\x04name\x18\x03 \x01(\tH\x02\x88\x01\x01\x12X\n\ranalysis_type\x18\x04 \x01(\x0e\x32<.dlubal.api.rfem.loading.StaticAnalysisSettings.AnalysisTypeH\x03\x88\x01\x01\x12\x89\x01\n\'iterative_method_for_nonlinear_analysis\x18\x05 \x01(\x0e\x32S.dlubal.api.rfem.loading.StaticAnalysisSettings.IterativeMethodForNonlinearAnalysisH\x04\x88\x01\x01\x12%\n\x18max_number_of_iterations\x18\x06 \x01(\x05H\x05\x88\x01\x01\x12&\n\x19number_of_load_increments\x18\x07 \x01(\x05H\x06\x88\x01\x01\x12n\n\x19method_of_equation_system\x18\x08 \x01(\x0e\x32\x46.dlubal.api.rfem.loading.StaticAnalysisSettings.MethodOfEquationSystemH\x07\x88\x01\x01\x12\x65\n\x14plate_bending_theory\x18\t \x01(\x0e\x32\x42.dlubal.api.rfem.loading.StaticAnalysisSettings.PlateBendingTheoryH\x08\x88\x01\x01\x12>\n1standard_precision_and_tolerance_settings_enabled\x18\n \x01(\x08H\t\x88\x01\x01\x12.\n!ignore_all_nonlinearities_enabled\x18\x0b \x01(\x08H\n\x88\x01\x01\x12H\n;precision_of_convergence_criteria_for_nonlinear_calculation\x18\x0c \x01(\x01H\x0b\x88\x01\x01\x12,\n\x1finstability_detection_tolerance\x18\r \x01(\x01H\x0c\x88\x01\x01\x12\x41\n4relative_setting_of_time_step_for_dynamic_relaxation\x18\x0e \x01(\x01H\r\x88\x01\x01\x12-\n iterative_calculation_robustness\x18\x0f \x01(\x01H\x0e\x88\x01\x01\x12\x30\n#modify_loading_by_multiplier_factor\x18\x10 \x01(\x08H\x0f\x88\x01\x01\x12&\n\x19loading_multiplier_factor\x18\x11 \x01(\x01H\x10\x88\x01\x01\x12-\n divide_results_by_loading_factor\x18\x12 \x01(\x08H\x11\x88\x01\x01\x12@\n3consider_favorable_effect_due_to_tension_in_members\x18\x13 \x01(\x08H\x12\x88\x01\x01\x12<\n/check_of_stability_based_on_rate_of_deformation\x18\x14 \x01(\x08H\x13\x88\x01\x01\x12\x30\n#try_to_calculate_instabil_structure\x18\x15 \x01(\x08H\x14\x88\x01\x01\x12\x30\n#displacements_due_to_bourdon_effect\x18\x16 \x01(\x08H\x15\x88\x01\x01\x12\x30\n#save_results_of_all_load_increments\x18\x17 \x01(\x08H\x16\x88\x01\x01\x12\'\n\x1anonsymmetric_direct_solver\x18\x18 \x01(\x08H\x17\x88\x01\x01\x12\x31\n$equilibrium_for_undeformed_structure\x18\x19 \x01(\x08H\x18\x88\x01\x01\x12\x14\n\x07\x63omment\x18\x1a \x01(\tH\x19\x88\x01\x01\x12$\n\x17percentage_of_iteration\x18\x1b \x01(\x05H\x1a\x88\x01\x01\x12\x38\n+refer_internal_forces_to_deformed_structure\x18\x1c \x01(\x08H\x1b\x88\x01\x01\x12J\n=refer_internal_forces_to_deformed_structure_for_normal_forces\x18\x1d \x01(\x08H\x1c\x88\x01\x01\x12I\n<refer_internal_forces_to_deformed_structure_for_shear_forces\x18\x1e \x01(\x08H\x1d\x88\x01\x01\x12\x44\n7refer_internal_forces_to_deformed_structure_for_moments\x18\x1f \x01(\x08H\x1e\x88\x01\x01\x12$\n\x17mass_conversion_enabled\x18  \x01(\x08H\x1f\x88\x01\x01\x12\x34\n\'mass_conversion_defined_as_acceleration\x18! \x01(\x08H \x88\x01\x01\x12\x32\n%mass_conversion_factor_in_direction_x\x18\" \x01(\x01H!\x88\x01\x01\x12\x38\n+mass_conversion_acceleration_in_direction_x\x18# \x01(\x01H\"\x88\x01\x01\x12\x32\n%mass_conversion_factor_in_direction_y\x18$ \x01(\x01H#\x88\x01\x01\x12\x38\n+mass_conversion_acceleration_in_direction_y\x18% \x01(\x01H$\x88\x01\x01\x12\x32\n%mass_conversion_factor_in_direction_z\x18& \x01(\x01H%\x88\x01\x01\x12\x38\n+mass_conversion_acceleration_in_direction_z\x18\' \x01(\x01H&\x88\x01\x01\x12\x44\n7deformation_of_failing_members_and_reactivation_enabled\x18( \x01(\x08H\'\x88\x01\x01\x12,\n\x1fmaximum_number_of_reactivations\x18) \x01(\x05H(\x88\x01\x01\x12)\n\x1c\x65xceptional_handling_enabled\x18* \x01(\x08H)\x88\x01\x01\x12z\n\x1f\x61ssign_reduce_stiffness_enabled\x18+ \x01(\x0e\x32L.dlubal.api.rfem.loading.StaticAnalysisSettings.AssignReduceStiffnessEnabledH*\x88\x01\x01\x12*\n\x1dreduction_factor_of_stiffness\x18, \x01(\x05H+\x88\x01\x01\x12\x37\n*number_of_iterations_for_loading_prestress\x18- \x01(\x05H,\x88\x01\x01\x12\x37\n*integrate_preliminary_form_finding_enabled\x18. \x01(\x08H-\x88\x01\x01\x12!\n\x14speed_of_convergence\x18/ \x01(\x01H.\x88\x01\x01\x12&\n\x19\x63utting_patterns_settings\x18\x30 \x01(\x08H/\x88\x01\x01\x12)\n\x1csmoothness_of_boundary_lines\x18\x31 \x01(\x01H0\x88\x01\x01\x12<\n/ratio_of_distance_of_cutting_lines_node_to_mesh\x18\x32 \x01(\x01H1\x88\x01\x01\x12!\n\x14id_for_export_import\x18\x33 \x01(\tH2\x88\x01\x01\x12\'\n\x1ametadata_for_export_import\x18\x34 \x01(\tH3\x88\x01\x01\"\x84\x01\n\x0c\x41nalysisType\x12&\n\"ANALYSIS_TYPE_GEOMETRICALLY_LINEAR\x10\x00\x12$\n ANALYSIS_TYPE_LARGE_DEFORMATIONS\x10\x02\x12&\n\"ANALYSIS_TYPE_SECOND_ORDER_P_DELTA\x10\x01\"\xd1\x03\n#IterativeMethodForNonlinearAnalysis\x12:\n6ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON\x10\x00\x12>\n:ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_DYNAMIC_RELAXATION\x10\x05\x12O\nKITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_COMBINED_WITH_PICARD\x10\x01\x12R\nNITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_CONSTANT_STIFFNESS\x10\x03\x12U\nQITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS\x10\x04\x12\x32\n.ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_PICARD\x10\x02\"g\n\x16MethodOfEquationSystem\x12$\n METHOD_OF_EQUATION_SYSTEM_DIRECT\x10\x00\x12\'\n#METHOD_OF_EQUATION_SYSTEM_ITERATIVE\x10\x01\"Z\n\x12PlateBendingTheory\x12 \n\x1cPLATE_BENDING_THEORY_MINDLIN\x10\x00\x12\"\n\x1ePLATE_BENDING_THEORY_KIRCHHOFF\x10\x01\"\xdc\x01\n\x1c\x41ssignReduceStiffnessEnabled\x12k\ngASSIGN_REDUCE_STIFFNESS_ENABLED_FAIILING_MEMBERS_TO_BE_REMOVED_INDIVIDUALY_DURING_SUCCESSIVE_ITERATIONS\x10\x00\x12O\nKASSIGN_REDUCE_STIFFNESS_ENABLED_ASSIGN_REDUCED_STIFFNESS_TO_FAILING_MEMBERS\x10\x01\x42\x05\n\x03_noB\x1c\n\x1a_user_defined_name_enabledB\x07\n\x05_nameB\x10\n\x0e_analysis_typeB*\n(_iterative_method_for_nonlinear_analysisB\x1b\n\x19_max_number_of_iterationsB\x1c\n\x1a_number_of_load_incrementsB\x1c\n\x1a_method_of_equation_systemB\x17\n\x15_plate_bending_theoryB4\n2_standard_precision_and_tolerance_settings_enabledB$\n\"_ignore_all_nonlinearities_enabledB>\n<_precision_of_convergence_criteria_for_nonlinear_calculationB\"\n _instability_detection_toleranceB7\n5_relative_setting_of_time_step_for_dynamic_relaxationB#\n!_iterative_calculation_robustnessB&\n$_modify_loading_by_multiplier_factorB\x1c\n\x1a_loading_multiplier_factorB#\n!_divide_results_by_loading_factorB6\n4_consider_favorable_effect_due_to_tension_in_membersB2\n0_check_of_stability_based_on_rate_of_deformationB&\n$_try_to_calculate_instabil_structureB&\n$_displacements_due_to_bourdon_effectB&\n$_save_results_of_all_load_incrementsB\x1d\n\x1b_nonsymmetric_direct_solverB\'\n%_equilibrium_for_undeformed_structureB\n\n\x08_commentB\x1a\n\x18_percentage_of_iterationB.\n,_refer_internal_forces_to_deformed_structureB@\n>_refer_internal_forces_to_deformed_structure_for_normal_forcesB?\n=_refer_internal_forces_to_deformed_structure_for_shear_forcesB:\n8_refer_internal_forces_to_deformed_structure_for_momentsB\x1a\n\x18_mass_conversion_enabledB*\n(_mass_conversion_defined_as_accelerationB(\n&_mass_conversion_factor_in_direction_xB.\n,_mass_conversion_acceleration_in_direction_xB(\n&_mass_conversion_factor_in_direction_yB.\n,_mass_conversion_acceleration_in_direction_yB(\n&_mass_conversion_factor_in_direction_zB.\n,_mass_conversion_acceleration_in_direction_zB:\n8_deformation_of_failing_members_and_reactivation_enabledB\"\n _maximum_number_of_reactivationsB\x1f\n\x1d_exceptional_handling_enabledB\"\n _assign_reduce_stiffness_enabledB \n\x1e_reduction_factor_of_stiffnessB-\n+_number_of_iterations_for_loading_prestressB-\n+_integrate_preliminary_form_finding_enabledB\x17\n\x15_speed_of_convergenceB\x1c\n\x1a_cutting_patterns_settingsB\x1f\n\x1d_smoothness_of_boundary_linesB2\n0_ratio_of_distance_of_cutting_lines_node_to_meshB\x17\n\x15_id_for_export_importB\x1d\n\x1b_metadata_for_export_importb\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rfem.loading.static_analysis_settings_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_STATICANALYSISSETTINGS']._serialized_start=84
  _globals['_STATICANALYSISSETTINGS']._serialized_end=6067
  _globals['_STATICANALYSISSETTINGS_ANALYSISTYPE']._serialized_start=3022
  _globals['_STATICANALYSISSETTINGS_ANALYSISTYPE']._serialized_end=3154
  _globals['_STATICANALYSISSETTINGS_ITERATIVEMETHODFORNONLINEARANALYSIS']._serialized_start=3157
  _globals['_STATICANALYSISSETTINGS_ITERATIVEMETHODFORNONLINEARANALYSIS']._serialized_end=3622
  _globals['_STATICANALYSISSETTINGS_METHODOFEQUATIONSYSTEM']._serialized_start=3624
  _globals['_STATICANALYSISSETTINGS_METHODOFEQUATIONSYSTEM']._serialized_end=3727
  _globals['_STATICANALYSISSETTINGS_PLATEBENDINGTHEORY']._serialized_start=3729
  _globals['_STATICANALYSISSETTINGS_PLATEBENDINGTHEORY']._serialized_end=3819
  _globals['_STATICANALYSISSETTINGS_ASSIGNREDUCESTIFFNESSENABLED']._serialized_start=3822
  _globals['_STATICANALYSISSETTINGS_ASSIGNREDUCESTIFFNESSENABLED']._serialized_end=4042
# @@protoc_insertion_point(module_scope)
